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FL= 871.90'
FL= 869.65'
FL= 870.05'
FL= 867.20'
Drain Vent Pipe e3c
Marker Sign
EXIST. LIGHTPOLE
TO REMAIN
CONNECT DRIVE
TO EXISTING
PARKING LOT
1/2" Pipe Fou
3/4" Pi Ite Found
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5/8" Rebar
w /Cap Set
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873
1/2" Pipe Found
0.4' South of R/W Line FIRE HYDRANT
OMB
131st Street
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MOND
PHASE 1
(CLASSROOMS BLDG.)
F.F. 875.00
W
874
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GRADING AND UTILITY PLAN -lb&
30_o H
S 88 °55 E 460.23'
ckD
87 3
PRopnSF[) GRFASF TRAP
SEE PLUMBING DETAILS
HOOK -UP FOR BUILDING
SEE PLUMBING DETAILS
OH
L
869
W W
W
868
CONNECT TO "FUTURE"
CARMEL SEWER EXTENSION
W
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co
W
FL= W68.20'
11111111101, =IMO
CONNECT TO EXISTING
CARMEL WATER MAIN
EXTENSION
90 UTILITY R/W
0
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69.55'
00
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0
1/2" Pipe Found
0.20' East of Line
FL= 866.85'
Fence Post
on Line
OH
FIRE HYDRANT
NOTES
1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING
CONTRACTOR TO SHALL TEST FOR ANY POUNDING AREAS
AFTER INSTALLATION AND CORRECT DEFICIENT AREAS.
2. PROVIDE SMOOTH TRANSITIONS FROM NEW AREA TO EXISTING
FEATURES AS NECESSARY.
3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS
THE EXISTING PAVEMENT, THE EXISTING PAVEMENT EDGE
SHALL BE PROPERLY SEALED WITH TACK COAT MATERIAL.
THIS INCLUDES NEW ASPHALT WHICH HAS COOLED OR
BETWEEN LIFTS.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR
CARE WHILE EXCAVATING AROUND EXISTING TREES SO AS
NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE
DAMAGE TO THE ROOT SYSTEM.
5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR
CARE WHEN EXCAVATING IN OR AROUND EXISTING
UTILITY LINES AND EQUIPMENT. VERIFY COVER
REQUIREMENTS BY THE UTILI1Y CONTRACTOR AND/OR
UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE.
6. THE EXCAVATING CONTRACTOR OR LANDSCAPING
CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2"
BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED
ACROSS THAT SEEDED AREA.
7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS
ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY
THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR
SUPPLIERS THESE AREAS SHALL BE RESURFACED OR
RECONSTRUCTED AT LEAST TO THEIR ORIGINAL
CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED.
8. NO GRADING, EXCAVATION, OR STOCKPILING SHALL OCCUR
WHEN THE AREA IS MARKED AS A LEGAL DRAIN.
LEGEND
vc
D
PROPOSED
EXISTING CONTOURS
PROPOSED CONTOURS
W EXISTING WATER LINE
W PROPOSED WATER LINE
PROPOSED SANITARY SEWER
EXISTING OVER HEAD UTILITY
TOP OF CURB
TOP OF PAVEMENT
PROPOSED CULVERT
FLOW DIRECTION
PROPOSED SANITARY MANHOLE
Date
Drawn
Sheet No.
WOOLLEN, MOLZAN
AND PARTNERS, INC
ARCHITECTUR
47 South Pennsylvania Street Suite 1000 Indianapolis, IN 462
317.632.7484. 317.687.2064 (fax) www.woollenmolzan.cc
Civil Structural Engineers
ARSEE ENGINEERS, INC.
9715 KINCAID DRIVE, SUITE 100
FISHERS, INDIANA 46038-9459
Telephone: (317) 594-5152
Fax: (317) 594-9590
E-mail: Imodlin@arsee-engineers.com
Mechanical/ Electrical Plumbing Engineers
R.E. Dimond
and Associates, Inc.
Consulting Engineers
732 North Capitol Avenue
Indianapolis, Indiana 46204
Telephone: (317)634-4672
Fax: (317)638-8725
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Certified by
MAO
rawing Name
REDESIGN
SEPTEMBER 4, 2003
Checked
GRADING AND
UTILITY PLAN